Table 9.

Results of shear strength ratio for Group 2 (1 % lime added) test program.

Group 2: 1 % Lime		Peak shear strength ratio			Residual shear strength ratio
Mixing Ratio	Vertical Stress (kPa)	24 h	48 h	72 h	24 h	48 h	72 h
40 %	85.5	–	2.454	–	–	1.372	–
	172.4	–	1.943	–	–	1.026	–
	259.3	–	1.436	–	–	1.090	–
80 %	85.5	2.210	2.373	2.715	1.038	1.162	0.945
	172.4	1.653	1.786	1.775	1.036	1.108	0.974
	259.3	1.375	1.333	1.453	0.967	1.050	0.873
100 %	85.5	2.254	2.563	2.752	1.137	1.117	0.997
	172.4	1.507	1.625	1.807	0.923	0.971	0.939
	259.3	1.300	1.335	1.469	0.912	0.878	0.940
120 %	85.5	2.032	2.569	2.549	1.044	1.069	0.977
	172.4	1.564	1.689	1.748	0.978	1.049	1.003
	259.3	1.314	1.448	1.494	0.986	1.026	0.834